Laserfiche WebLink
Y&ITT@I rn'E1+slorls oN THIs IMAMIINb sNALL HAVE FREcmork ovsc scAJ_EO olra3lslors. <br /> VONTRAVTOR SHALL VERIFY ALL DI ST BE S,VONDITIONA ETV.RIATIMIS TO TIE WORK <br /> SORE PIaOOFEDINS.TIE OWNBt MJST NOTIFIED OF ANY VARIATONS FROM TIE <br /> olr�asloNs AND/OR cammoNs slHov4.oN rNESE ORAWIN65.Arm sucrl VAwAnoN SHALL BE ROOF VENTING CALCULATIONS <br /> RFSOI.VID B'f 11E OWNHe PWLR TO PROe®Ms WITH TIE wORk:,oR THE eONIRAer�SMALL ?AE <br /> RoofArea: 1142sqM. ISCEI3EVe"AaRe ulred1142eglt.x 1M .fin10M50% At 38'mi"mum Ahove Ease(max 80%) = 274.OB:sq./IrL60% At Ems 27408 sq.im6 Rcof Jacks @ 50 sglm Each = 300 sglim I3 SOON <br /> T'F2USS NOTES a� - - - 0 Sland rd Comp Ridge Vent @ 17 sglMt 0 sq fin. STATE OF WASHINGI'ON <br /> lu 0 Metal Roof Ridge Vent @ 26 sq.fin.lit - 0 sgAm <br /> ALL"IRS 155 SHALL HAVE+ D Side Roof Half Vent @ 8.5 sq.fimlM. - 0 sgln. <br /> I. STRESS ANALYSIS AND DRAWI <br /> NGS/DETAILS - - - 84 Unsal Ft of Es.Venting @ 3.3 sglmfil 277.2 sgln. <br /> STAMPED 13Y A STATE REGISTERED ENGINEER <br /> ((3)2" <br /> 2.MANUFACTURER'S STAMP ON PRE-MANUFACTURED o.Fblesperblock'i each bay) - <br /> UrlealFtofEUpperRocfVe"ilg - Osq.fln. <br /> TRUSSES, - �' - ((3)2"die.H.Mes perb/ock a ett.OeysJ <br /> 5.BRACED TO MAWJFAGURr-RS SFEGIFICATON5. K 0 Co"Inuous Soft V""@ 10 sq./in.M, 0 sq./In. <br /> NON ATTIC STORAGE TRU55.PROVIDE 2X4 CENTERED o 40"HIGH. 0 Gable End vent -(12 in. 121n.)x 7o% 0 q./In. N <br /> 4.STRESS ANALYSIS AND DETAILS SHALL BE - -APPROVAL <br /> TO BUILDING DEPARTMENT FOR TRUSS fl E TA I L 0 Cupola Ve" (30I".x 32 in.)z 45% = 0 sq./in. rT, u+ <br /> APPROVAL AND SHALL BE KEPT ON SITE FOR 0 Gable End Vent (16 in.x 24 in.)z 70% = 0..sq.11n. <br /> FRAMING INSPECTION. 0 Gable End Vant (241n.x 24 in.)z 70% 0 q./in m <br /> Total VenBn <br /> 5.PRIOR B WILL NOT BE FIELD ALTERED WITHOUT - - - - Total V-fin Q Ea(min.l Above Fares sq. r , g o <br /> PRIOR EUILDIN6 DEPARTMENT APPROVAL OR s R. `./ <br /> E?161F8ERIPY CALCULATIONS. TOTAL SO.AN.OF VENTING PROVIDED '� �aq) <br /> b.ALL TRU555E5 SHALL HAVE SIMPSON HI CLIPS <br /> AT ENDS,EVERY OTHER TRUSS,48^O.G.WHERE <br /> END TRUSSES ARE PARALELL W/WALL USE <br /> SIMPSON L30 o MID-SPAN. L30 @ 48"O.C.,GABLE END <br /> TRUSS BOT CHORD TO TOP <br /> 7. USE SIMPSON 5TG CLIPS o ALL TRUSSES OVER PLATE F--I <br /> NON-BEARING WALLS. <br /> 8.TRUSSES SHALL BE LE615LY BRANDED W/ <br /> MAWFACTURER5 NAME,DE516N LOADS,AND / - - - - - - - - - - U W <br /> REQUIRED SPACING,WITHIN 2'-0"OF THE CENTER <br /> SPAN ON THE BOTTOM CHORD. <br /> ol.TRUSSES TO BE NON ATTIC STORAGE TRU55E5. /f- - - - - �t*D. o 2-V O.G. - - SIMPSON O T848" <br /> MAXIMUM SPACE ABOVE Q BOTTOM CHORD GABLE END TRUSS 80T <br /> MAXIMUM <br /> RO BE LE55 THAN 42'HIGH AND 24' / 5GISSM VAULT MASTER <br /> CHORDS TO TOP PLATES <br /> WIDE LOCATED IN THE PLANE OF THE TRUSS. <br /> BEDROOM INTERIOR PITCF+3=12 - - - - <br /> 2. <br /> ® BEARING WALL - - - - - - - - - - - - <br /> FLOOR LINE 5ELOW / SIMPSONHI,TIP EA TRUSS 8 <br /> MULTIPLE 2x STUD O POINT LOAD - - - - - - - - - - % OUTLOOKER <br /> '' <br /> INDICATES 2xb OVE RFRAMING `(' <br /> MAXIMUM SPAN UNSUPPORTED <br /> AT 24"O.G.-9'-T" - - - - - - - - - - - <br /> AT 12'O.G.=13'-T' �- <br /> O D5. DOWNSPOUT - Q T2RUSS TO TOPLPLATE O <br /> Rbl ROOF VENT4114 POST AT <br /> HIP MA5TER5 GIRDER TRUSSES, <br /> OR USE(3)2X6 j Z <br /> F..TTrG�I n <br /> ROOF FRAMING NOTES - - - -Iv�AN��, - - - - - - - - w <br /> 1. GUT RAFTER TAILS TO MATCH 2x TRUSSES. J V <br /> 2.COWC-GTOR5 SHALL BE ENGINEERED BY -i- <br /> TRU°J MANUFACTURER. - - - - - - - - - - - - <br /> 5.ROOF PITCH SHAL BE 5.12 UNLESS NOTED 2-aI velvT's <br /> D�N , b PL 4GE5 _ w O <br /> 4.USE SIMPSON H2S CLIPS o 4b"O.G.AT ENDS - - - - - - - - <br /> OF TRUSSES AND RAFTERS. - - <br /> 5. USE SIMPSON L50 CLIPS TO CONNECT TRUSSES % o <br /> AND/OR CEILING-1015T5 TO PERPENDICULAR /L / <br /> WA11-5 AT MID-5E1-TION. <br /> 6.USE SIMP50N 5TG CLIPS AT NON-BEARING WALL5. / Lp <br /> 1. 2x8 \R .-._o 24"O.G./2x8 CEILING JOISTS / N- <br /> 0 24"O.G.TYPICAL UNL�NOTED OTHERWISE. / TIF(MAXIMUM SPAN=I5'-T% �_ - - - - - <br /> 8.PROVIDE DOUBLE RAFTERS UNDER DORMER / pRE AFD.TR155ES date= 04-IS-21 <br /> CRIPPLE WALLS UJLE55 NOTED OTHERIN15E. pormth= <br /> _ _ - _ w 24^OZ. - - sl2 I I �o� r®vis tona: <br /> 9. VMINIMUMALLEY 8'-O" T05ETG AT BUILT-UP HIPS AND <br /> VALLEYS,NAIL TOVER FR WITH 2 ROWS OF S. / L <br /> NAILS o b'O.G.(OVER FRAMING)GONTIWJOU�. - <br /> 10.ROOF FLASHING 5HALL BE PROVIDED AND <br /> COMPLY W/IRG 201b,5ECTOP5 <br /> R4032 4 R9O52.8. 5:12 2x8 RAFTERS <br /> ® 24"O.G. <br /> ggHALL c drawn by AM <br /> QGp WAS Q� checkedby:MRA <br /> x en <br /> 44672@�'`V4ya <br /> 0 G~� ENGSTAMPAPPLIESTO <br /> NAL <br /> `TSIONAL � RED MARKUPS ONLY <br /> 10/26/2022 AND SUPPLEMENTAL <br /> STRUCTURAL DESIGN SEE GENERAL NOTES SCALE: 1/4" = 1'-0" <br /> INFORMATION <br /> C! Y tT EVc'RETT <br /> FOR PtiP'!i <br />